the formwork experts. bridge formwork paratop · any components that are damaged, deformed, or...

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The Formwork Experts.

Bridge formwork ParaTopUser InformationInstructions for assembly and use (Method statement)© by Doka GmbH, A-3300 Amstetten

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User Information Bridge formwork ParaTop

User Information Bridge formwork ParaTop

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Contents

4 Introduction4 Elementary safety warnings7 Eurocodes at Doka8 Doka services

10 System description11 System overview

12 Anchoring on the structure12 Used on steel girders14 Used on pre-cast concrete members16 Fixing options for securing the Top 50

platform to the insert-shoe

18 Structural design

23 Assembly23 Pre-assembling the Top 50 platform26 Pre-assembling platform with Formwork

elements FF2027 Edge protection system XP28 Starting up

30 Dismantling

32 General remarks32 Design variants37 Fall-arrest systems on the structure38 Transporting, stacking and storing

42 Component overview

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Introduction User Information Bridge formwork ParaTop

IntroductionElementary safety warnings

User target groups

▪ This booklet is aimed at all persons who will be work-ing with the Doka product or system that it describes. It contains information on the standard design for setting up this system, and on correct, compliant uti-lisation of the system.

▪ All persons working with the product described herein must be familiar with the contents of this booklet and with all the safety instructions it contains.

▪ Persons who are incapable of reading and under-standing this booklet, or who can do so only with dif-ficulty, must be instructed and trained by the cus-tomer.

▪ The customer is to ensure that the information mate-rials provided by Doka (e.g. User Information book-lets, Instructions for Assembly and Use, Operating Instruction manuals, plans etc.) are up to date and available to all users, and that they have been made aware of them and have easy access to them at the usage location.

▪ In the relevant technical documentation and form-work utilisation plans, Doka shows the workplace safety precautions that are necessary in order to use the Doka products safely in the usage situations shown. In all cases, users are obliged to ensure compliance with national laws, standards and regulations throughout the entire project and to take appropriate additional or alternative workplace safety precau-tions where necessary.

Hazard assessment

▪ The customer is responsible for drawing up, docu-menting, implementing and continually updating a hazard assessment at every job-site. This booklet serves as the basis for the site-specific hazard assessment, and for the instructions given to users on how to prepare and utilise the system. It does not substitute for these, however.

Remarks on this booklet

▪ This booklet can also be used as a generic method statement or incorporated with a site-specific method statement.

▪ Many of the illustrations in this booklet show the situation during formwork assembly and are therefore not always complete from the safety point of view.Any safety accessories not shown in these illustra-tions must still be used by the customer, in accord-ance with the applicable rules and regulations.

▪ Further safety instructions, especially warnings, will be found in the individual sections of this booklet!

Planning

▪ Provide safe workplaces for those using the form-work (e.g. for when it is being erected/dismantled, modified or repositioned etc). It must be possible to get to and from these workplaces via safe access routes!

▪ If you are considering any deviation from the details and instructions given in this booklet, or any application which goes beyond those described in the booklet, then revised static cal-culations must be produced for checking, as well as supplementary assembly instructions.

Regulations; industrial safety

▪ All laws, Standards, industrial safety regulations and other safety rules applying to the utilisation of our products in the country and/or region in which you are operating must be observed at all times.

▪ If a person or object falls against, or into, the side-guard component and/or any of its accessories, the component affected may only continue in use after it has been inspected and passed by an expert.

User Information Bridge formwork ParaTop Introduction

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Rules applying during all phases of the assignment

▪ The customer must ensure that this product is erected and dismantled, reset and generally used for its intended purpose in accordance with the applica-ble laws, standards and rules, under the direction and supervision of suitably skilled persons. These persons' mental and physical capacity must not in any way be impaired by alcohol, medicines or drugs.

▪ Doka products are technical working appliances which are intended for industrial / commercial use only, always in accordance with the respective Doka User Information booklets or other technical docu-mentation authored by Doka.

▪ The stability and load-bearing capacity of all compo-nents and units must be ensured during all phases of the construction work!

▪ Do not step on or apply strain to cantilevers, clo-sures, etc. until suitable measures to ensure their stability have been correctly implemented (e.g. by tie-backs).

▪ Strict attention to and compliance with the functional instructions, safety instructions and load specifica-tions are required. Non-compliance can cause acci-dents and severe injury (risk of fatality) and consid-erable damage to property.

▪ Sources of fire in the vicinity of the formwork are pro-hibited. Heaters are permissible only when used cor-rectly and situated a correspondingly safe distance from the formwork.

▪ Work has to be governed by the weather conditions (e.g. risk of slipping). In extreme weather conditions preventive measures must be implemented to secure the equipment and the surrounding areas and to protect the workers.

▪ All connections must be checked at regular intervals to ensure that they are secure and in full working order. In particular threaded connections and wedged con-nections have to be checked and retightened as nec-essary in accordance with activity on the jobsite and especially after out-of-the-ordinary occurrences (e.g. after a storm).

▪ It is strictly forbidden to weld Doka products – in par-ticular anchoring/tying components, suspension components, connector components and castings etc. – or otherwise subject them to heating. Welding causes serious change in the microstruc-ture of the materials from which these components are made. This leads to a dramatic drop in the failure load, representing a very great risk to safety.The only articles which are allowed to be welded are those for which the Doka literature expressly points out that welding is permitted.

Assembly

▪ The equipment/system must be inspected by the customer before use, to ensure that it is in suitable condition. Steps must be taken to rule out the use of any components that are damaged, deformed, or weakened due to wear, corrosion or rot.

▪ Combining our formwork systems with those of other manufacturers could be dangerous, risking damage to both health and property. If you intend to combine different systems, please contact Doka for advice first.

▪ The equipment/system must be assembled and erected in accordance with the applicable laws, Standards and rules by suitably skilled personnel of the customer's, having regard to any and all required safety inspections.

▪ It is not permitted to modify Doka products; any such modifications constitute a safety risk.

Closing the formwork

▪ Doka products and systems must be set up so that all loads acting upon them are safely transferred!

Pouring

▪ Do not exceed the permitted fresh-concrete pres-sures. Over-high pouring rates overload the form-work, cause greater deflection and risk breakage.

Stripping out the formwork

▪ Do not strip out the formwork until the concrete has reached sufficient strength and the person in charge has given the order for the formwork to be stripped out!

▪ When stripping out the formwork, never use the crane to break concrete cohesion. Use suitable tools such as timber wedges, special pry-bars or system features such as Framax stripping corners.

▪ When stripping out the formwork, do not endanger the stability of any part of the structure, or of any scaffolding, platforms or formwork that is still in place!

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Transporting, stacking and storing

▪ Observe all regulations applying to the handling of formwork and scaffolding. In addition, the Doka slinging means must be used - this is a mandatory requirement.

▪ Remove any loose parts or fix them in place so that they cannot be dislodged or fall free!

▪ All components must be stored safely, following all the special Doka instructions given in the relevant sections of this booklet!

Maintenance

▪ Only original Doka components may be used as spare parts. Repairs may only be carried out by the manufacturer or authorised facilities.

Miscellaneous

The weights as stated are averages for new material; actual weights can differ, depending on material toler-ances. Dirt accretions, moisture saturation, etc. can also affect weight.We reserve the right to make alterations in the interests of technical progress.

Symbols used

The following symbols are used in this booklet:

Important noteFailure to observe this may lead to malfunc-tion or damage.

CAUTION / WARNING / DANGERFailure to observe this may lead to material damage, and to injury to health which may range up to the severe or even life-threaten-ing.

InstructionThis symbol indicates that actions need to be taken by the user.

Sight-checkIndicates that you need to do a sight-check to make sure that necessary actions have been carried out.

TipPoints out useful practical tips.

ReferenceRefers to other documents and materials.

☞


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Eurocodes at Doka

In Europe, a uniform series of Standards known as Eurocodes (EC) was developed for the construction field by the end of 2007. These are intended to provide a uniform basis, valid throughout Europe, for product specifications, tenders and mathematical verification.The EC are the world's most highly developed Stand-ards in the construction field.In the Doka Group, the EC are to be used as standard from the end of 2008. They will thus supersede the DIN norms as the "Doka standard" for product design.

The widely used "Permissible stress design" (compar-ing the actual stresses with the permissible stresses) has been superseded by a new safety concept in the EC.The EC contrast the actions (loads) with the resistance (capacity). The previous safety factor in the permissible stresses is now divided into several partial factors. The safety level remains the same!

Comparison of the safety concepts (example)

Ed Design value of effect of actions (E ... effect; d ... design) Internal forces from action Fd (VEd, NEd, MEd)

Rd Design value of the resistance (R ... resistance; d ... design) Design capacity of cross-section (VRd, NRd, MRd)

Fd Design value of an action Steel: Rd =Rk Timber: Rd = kmod ·

Rk

Fd = F · Fk M M

(F ... force)Fk Characteristic value of an action

"actual load", service load (k ... characteristic) e.g. dead weight, live load, concrete pressure, wind

Rk Characteristic value of the resistance e.g. moment resistance to yield stress

F Partial factor for actions (in terms of load; F ... force) e.g. for dead weight, live load, concrete pres-sure, wind Values from EN 12812

M Partial factor for a material property (in terms of material; M...material) e.g. for steel or timber Values from EN 12812

kmod Modification factor (only for timber – to take account of the moisture and the duration of load action) e.g. for Doka beam H20 Values as given in EN 1995-1-1 and EN 13377

Ed

Rd

Permissible stress design EC/DIN concept

Factual Fpermissible Ed Rd

A Utilisation factor

60 [kN]

60<70 [kN]

115.5 [kN]

� ~ 1.65

Fyield

Fpermissible

Factual

9801

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90 [kN]

115.5 [kN]

90<105 [kN]

Rk

Rd

Ed

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= 1.1

�F

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A

The "permissible values" communicated in Doka documents (e.g.: Qpermissible = 70 kN) do not correspond to the design values (e.g.: VRd = 105 kN)!➤ Avoid any confusion between the two!➤ Our documents will continue to state the per-

missible values. Allowance has been made for the following par-tial factors: F = 1.5 M, timber = 1.3 M, steel = 1.1 kmod = 0.9In this way, all the design values needed in an EC design calculation can be ascertained from the permissible values.

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Doka services

Support in every stage of the project

Doka offers a broad spectrum of services, all with a sin-gle aim: to help you succeed on the site.Every project is unique. Nevertheless, there is one thing that all construction projects have in common – and that is a basic structure with five stages. We at Doka know our clients' varying requirements. With our consulting, planning and other services, we help you achieve effective implementation of your formwork assignment using our formwork products – in every one of these stages.

Project Development Stage Bidding Stage Operations Scheduling Stage

Taking well-founded decisions thanks to professional advice and consulting

Optimising the preliminary work with Doka as an experienced part-ner

Controlled, regular forming oper-ations, for greater efficiency resulting from realistically calculated formwork concepts

Find precisely the right formwork solutions, with the aid of ▪ help with the bid invitation ▪ in-depth analysis of the initial sit-

uation ▪ objective evaluation of the plan-

ning, execution, and time-risks

Draw up potentially winning bids, by ▪ basing them on realistically calcu-

lated guideline prices ▪ making the right formwork

choices ▪ having an optimum time-calcula-

tion basis

Plan cost-effectively right from the outset, thanks to ▪ detailed offers ▪ determination of the commission-

ing quantities ▪ co-ordination of lead-times and

handover deadlines

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The advantages for you thanks to professional advice and consulting

▪ Cost savings and time gains When we advise and support you right from the word "go", we can make sure that the right formwork systems are chosen and then used as planned. This lets you achieve optimum utilisation of the formwork equipment, and effec-tive forming operations because your workflows will be correct.

▪ Maximised workplace safety The advice and support we can give you in how to use the equip-ment correctly, and as planned, leads to greater safety on the job.

▪ Transparency Because our services and costs are completely transparent, there is no need for improvisation dur-ing the project – and no unpleas-ant surprises at the end of it.

▪ Reduced close-out costs Our professional advice on the selection, quality and correct use of the equipment helps you avoid damage, and minimise wear-and-tear.

Concrete Construction Stage Project Close-out Stage

Optimum resource utilisation with assistance from the Doka Formwork Experts

Seeing things through to a posi-tive conclusion with professional support

Workflow optimisation, thanks to ▪ thorough utilisation planning ▪ internationally experienced pro-

ject technicians ▪ appropriate transport logistics ▪ on-site support

Doka Services are a byword for transparency and efficiency here, offering ▪ jointly handled return of rented

formwork ▪ professional dismantling ▪ efficient cleaning and recondition-

ing using special equipment

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System description User Information Bridge formwork ParaTop

System description

Bridge formwork ParaTop - for cost-efficient, safe forming of roadway slabs

Bridge formwork ParaTop is a modular formwork sys-tem for use on steel composite bridges and pre-cast concrete bridges. The operations needed for erecting and aligning the formwork, reinforcing, pouring and striking can all be performed directly from the bridge superstructure.

Great flexibility for a broad spectrum of utilisation

▪ Can be used on both pre-cast concrete members and steel girders

▪ Modular design concept makes it easy to adapt to many different cross-sections of roadway slab

Highly cost-efficient

▪ Less equipment and labour needed, thanks to the large influence widths of the suspension points

▪ Bolted connections for fast, accurate assembly / pre-assembly

▪ Utilises re-usable Top 50 system components

High safety

▪ Any type of edge protection is possible, from scaffold tubes to guard-rail boards, through the Edge protec-tion system XP to full enclosures

▪ No need to access the underside of the formwork, as it can be operated from above

▪ The open design of the ParaTop insert-shoes allows the pre-assembled Top 50 platforms to be hung into place very quickly

User Information Bridge formwork ParaTop System description

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System overview

Standard solution with eye-lug tie rod anchor and ParaTop insert-cone

Used on steel girders

Used on pre-cast concrete members

The ParaTop insert-shoe allows an anchor angle of 41°-55°. ParaTop insert-cones are available in 2 differ-ent lengths for various thicknesses of slab. The maxi-mum possible slab thicknesses depend upon the anchor angle.

b ... max. slab thickness

Note:The axis of the anchor is aligned with the centre of the curved section of the ParaTop insert-shoe.

a ... 113 mm

A ParaTop insert-shoe steel (expendable part)B Threaded stud (expendable part)D Eye-lug anchor 15.0 without tie rodE Tie rod 15.0mmF Plastic tube 22mm (expendable part)G ParaTop insert-channel U65 (expendable part)H ParaTop insert-coneI Hexagon nut 15.0J Protective cap 15.0/20.0

A ParaTop insert-shoe concrete (expendable part)C Anchor-bolt (expendable part)D Eye-lug anchor 15.0 without tie rodE Tie rod 15.0mmF Plastic tube 22mm (expendable part)G ParaTop insert-channel U65 (expendable part)

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E

D

G

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I

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A

B

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G

H

I

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AD

C

H ParaTop insert-coneI Hexagon nut 15.0J Protective cap 15.0/20.0

... anchor angle41 ° 45° 55 °

ParaTop insert-cone 0.35m 310 mm 325 mm 360 mm

ParaTop insert-cone 0.65m 500 mm 525 mm 600 mm

... anchor angle 41 ° ... anchor angle 55 °

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� b

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b

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a

a

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Anchoring on the structure User Information Bridge formwork ParaTop

Anchoring on the structureUsed on steel girders

ParaTop insert-shoes steel are used for suspending Top 50 platforms from steel girders.

➤ The introduction of the forces, onward transfer of these forces within the structure, and the stability of the overall construction, must all be verified by the structural designer.

Bolting insert-shoe to threaded stud

➤ Bolt the ParaTop insert-shoe steel to the threaded stud.

a ... concrete cover (project-specific)b ... concrete cover (a) + 145 mmc ... dia. 26 mm hole in anchor plate

Required fixing materials (expendable parts) ▪ Washer 24 ▪ Hexagon nut M24

Note:To secure ParaTop insert-shoes steel, use only M24 threaded studs.Minimum length: 60 mmIn order to weld the threaded stud on properly, a ceramic ferrule is required that is consumed during the welding-on operation. (This item is included with the threaded stud by the sup-pliers KÖCO - Köster & Co. GmbH.)

☞ Important note:When creating the detailed final drawings for steel bridges, pay attention to the following places where snags may occur: ▪ vertical transversal braces between the top

and bottom flanges ▪ shear-connectors on the top of the flange (if

their position cannot be changed) ▪ varying widths and thicknesses of flange

☞ Important note:Do not confuse the 'ParaTop insert-shoe steel' with the 'ParaTop insert-shoe concrete'!Distinguishing features of ParaTop insert-shoe steel: ▪ gap between anchor plate and steel girder

A ParaTop insert-shoe steelB Threaded stud M24

(e.g. KÖCO RD M24 60 strength class 4.8, art. n° 003-0524-001)C Flange of the bridge girder

Determine the required load-bearing capacity of the threaded studs separately for each project!Follow the manufacturers' applicable fitting instruc-tions.

Obtain and follow further information from your Doka engineer in the Competence Center Bridges!

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a

b

c

ABC

User Information Bridge formwork ParaTop Anchoring on the structure

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Welding insert-shoe to bridge girder

Applications: ▪ Load-bearing capacity of the threaded studs insuffi-

cient ▪ Required concrete cover not achieved, because the

ParaTop insert-shoe has to be installed at the end of the bridge girder

Example of welding an insert-shoe onto the girder Boundary conditions for the example: ▪ Anchor load: 70 kN ▪ Steel grade of the steel girder: S235 ▪ Anchor angle: 41° - 55°(The steel grade of the ParaTop insert-shoes is S355)

d ... length of the weld seam: 80 mm

Welding insert-shoe into position on site

a ... concrete cover (project-specific)

Welding insert-shoe into position in the steelworks

a ... concrete cover (does not have to be complied with)

Note:In countries where construction codes specify thicker concrete coverage (e.g. Central and Northern Europe), adopt this procedure by preference.

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d

a5 80 a5 80

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CAUTION➤ Observe all the standards and regulations

applying to on-site welding work!

A ParaTop insert-shoe steelC Flange of the bridge girder

The required concrete cover does not have to be complied with if the ParaTop insert-shoes are painted along with the bridge girder. This means that the ParaTop insert-shoes have to be welded to the girder in the steelworks.

A ParaTop insert-shoe steelC Flange of the bridge girder

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a

AC

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AC

a

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Used on pre-cast concrete members

'ParaTop insert-shoes concrete' are used for suspend-ing Top 50 platforms from pre-cast concrete girders.

➤ The introduction of the forces, onward transfer of these forces within the structure, and the stability of the overall construction, must all be verified by the structural designer.

Securing insert-shoe with anchor rods

➤ Anchor the 'ParaTop insert-shoe concrete' to the pre-cast concrete member.

a ... concrete cover (project-specific)b ... concrete cover (a) + 145 mmc ... dia. 26 mm hole in anchor plate

Note:When using a dia. 20 mm anchor rod for injection, fill the gap between anchor rod and the edge of the hole in the plate with an adhesive mortar of adequate strength.Because the load-bearing capacity of the anchor rod on pre-cast concrete members is lower than that of the threaded stud on structural steelwork, the load-bearing capacity of the suspension point is also lower.

☞ Important note:Do not confuse the 'ParaTop insert-shoe con-crete' with the 'ParaTop insert-shoe steel'!Distinguishing features of ParaTop insert-shoe concrete: ▪ Anchor plate sets directly on the concrete

A ParaTop insert-shoe concreteB Anchor rod for injection M24/M20 (e.g. Hilti HIT-V)

Determine the required load-bearing capacity of the anchor rods separately for each project!Follow the manufacturers' applicable fitting instruc-tions.

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b

A

B

ac


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Securing insert-shoe to an anchor plate

a ... dia. 26 mm hole in anchor plate

A ParaTop insert-shoe concreteB Hexagon screw M24x60 8.8 DIN 933C Anchor plate set in concrete, with length of reinforcing bar

welded on


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CBa

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Fixing options for securing the Top 50 platform to the insert-shoe

Note:These illustrations show the fixing options with a steel girder by way of example. With the ParaTop insert-shoe concrete these solutions can also be used in the same way for securing to concrete precastings.

Standard solution with eye-lug tie rod anchor and ParaTop insert-cone

Project-specific suspension points

Suspension points flush with the roadway slab

Operation of the suspension point from below

▪ No parts protruding above the roadway slab ▪ The surface of the concrete can be screeded with a

full-width vibrator plate ▪ The suspension point has to be disassembled from

below

A ParaTop insert-shoe steel (expendable part)B Eye-lug anchor 15.0 without tie rodC Tie rod 15.0mmD Plastic tube 22mm (expendable part)E ParaTop insert-channel U65 (expendable part)F ParaTop insert-coneG Hexagon nut 15.0H Protective cap 15.0/20.0

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A

B

C

D

E

F

G

H

A ParaTop insert-shoe steel (expendable part)B Universal angle tie bracketC Tie rod 15.0mmD Hexagon nut 15.0E Wing nut 15.0F Plastic tube 22mm (expendable part)G ParaTop insert-channel U65 (expendable part)H Tape wrapping round the tie rod as protection against the con-

crete

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E

GH E


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Operation of the suspension point from above

▪ No parts protruding above the roadway slab ▪ The surface of the concrete can be screeded with a

full-width vibrator plate ▪ The suspension point can be operated from the sup-

porting structure.

ParaTop insert-tube 40x5

a ... dia. 30 mmb ... dia. 40 mmc ... length, project-specific

Suspension for small frame structures

Anchor plate, installed condition:

A ParaTop insert-shoe steel (expendable part)B Eye-lug anchor 15.0 without tie rodC Tie rod 15.0mmD Plastic tube 22mm (expendable part)E ParaTop insert-channel U65 (expendable part)F ParaTop insert-tube 40x5 (custom component, expendable part)G Cap, dia. 75 mm HTEM DN75x1.9 (site-provided, expendable

part)H Pipe, dia. 75 mm HTEM DN75x1.9 (site-provided, expendable

part)I Washer ISO 7094 - 16 - 100 HV galvanisedJ Hexagon nut 15.0

F Pipe 40x5 S355 DIN EN 10210 (ID number 010464)

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BCD

F

E

GH

I

J

A

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ab

cF

A ParaTop insert-shoe steel (expendable part)B Anchor plate with length of reinforcing bar (site-provided)C System beam SL-1D Bracing bolt SL-1E Distance piece SL-1F Tie rod 15.0mmG Hexagon nut 15.0H Plastic tube 22mm (expendable part)I ParaTop insert-channel U65 (expendable part)J ParaTop insert-coneK Protective cap 15.0/20.0


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B

A

DE GC

G

K

F

H

I

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Structural design User Information Bridge formwork ParaTop

Structural designThe following load situations must be allowed for: ▪ live load only ▪ full load ▪ storm winds (without live load)

☞ Important note: ▪ The structural design shown here only

applies if the load centre is situated inside the zone marked 'A'.

▪ The Top 50 system components (Multi-pur-pose walings WS10, spindle struts) and the railings must be verified for each project sep-arately.

A Permitted zone for the load centre

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A

☞ Important note:As a general rule, a separate statics test is nec-essary for the load case 'storm winds (without live load)'!

CAUTIONRisk of the Top 50 platforms being lifted by high-velocity winds, particularly if the plat-forms are carrying railings with full enclosures.➤ Check whether a ballast weight is needed to

secure the empty Top 50 platform in storm winds.

B Ballast weight

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B

User Information Bridge formwork ParaTop Structural design

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Note:Smaller anchor angles lead to higher anchor loads.

What to do if the load centre is situated outside Zone 'A':

▪ Provide a vertical support that the Top 50 platform can be braced against.

▪ Consult the responsible Statical Calculation Dept. at Doka to determine the project-specific anchor load.

It is possible to enlarge Zone 'A' by using a smaller anchor angle.

C Vertical support

If possible, also provide vertical supports on platforms where the load centre is situated inside Zone 'A'.This makes it easier to pull tight the joint between the main beam and the Top 50 plat-form.

980 -2 -054 15 1

C

V

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A

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Determining the anchoring forces

➤ Calculate vertical load (concrete load, self-weight load, live load).

➤ Determine the factor, as a function of the anchor angle.

If an intermediate value is obtained, use factor for the smaller anchor angle.➤ Determine the anchor load.

Anchor load 'T' = vertical load x factor

... 41° - 55°➤ Depending on the anchor load, use the relevant

curve (A) to (I) in the 'Diagrams for determining the anchoring forces on the ParaTop insert-shoe'.

Note:When using threaded studs, the permitted horizontal load is limited to 45 kN.Precondition: The component to which the studs are welded must be made of min. S 355-grade steel.

➤ Determine the anchoring forces H, V2 and V1 from the 'Diagrams for determining the anchoring forces'.

... 41° - 55°

Example

▪ Basic data:- Curve (G) (anchor load = 60 kN)- anchor angle: 47.5°

▪ Result:- H = 41 kN- V2 = 34 kN- V1 = 78 kN

☞ Important note:The structural design shown here only applies if the load centre is situated inside Zone 'A' (see the section headed 'Structural design').

... anchor angle Factor41.00° 1.5242.50° 1.4843.75° 1.4545.00° 1.4146.25° 1.3847.50° 1.3648.75° 1.3350.00° 1.3151.25° 1.2852.50° 1.2653.75° 1.2455.00° 1.22

Anchor load [kN]30 35 40 45 50 55 60 65 70

Curve (A) (B) (C) (D) (E) (F) (G) (H) (I)

T ... permissible anchor load: 70 kN

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User Information Bridge formwork ParaTop Structural design

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Diagrams for determining the anchoring forces on the ParaTop insert-shoe

ParaTop insert-shoe H

H [kN]

Anchor angle in °41 42.5 45 47.5 50 52.5 55

55

50

45

40

35

30

25

20

15

A

B

C

D

E

F

G

H

I

J

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J Permissible horizontal load for threaded stud: max. 45 kN (e.g. KÖCO RD M24 60 strength class 4.8 / Köco K800 PD M20x55)

ParaTop insert-shoe V2

V2 [kN]

Anchor angle in °41 42.5 45 47.5 50 52.5 55

55

50

45

40

35

30

25

20

15

10

A

B

C

D

E

F

G

H

I

9805

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1

ParaTop insert-shoe V1

V1 [kN]

Anchor angle in °41 42.5 45 47.5 50 52.5 55

100

90

80

70

60

50

40

30

A

B

C

D

E

F

G

H

I

9805

3-10

0

22 999805402 - 06/2017


Max. influence width per handrail-post upright

Handrail post T 1.80m Universal railing SK 2.00mMulti-purpose waling WS 10 with Corner connect-

ing plate SK

Guard-rail board Scaffold tube Guard-rail board Full-area enclo-sure Full-area enclosure

Dyn

amic

pre

ssur

e q (

ze)

Height of guard-rail boards: Height of guard-rail boards:15 cm 20 cm 15 cm 20 cm

1.1 kN/m2 1.83 m 1.33 m 5.0 m 3.5 m 3.1 m 1.3 m 3.5 m 1.3 kN/m2 1.55 m 1.13 m 5.0 m 3.4 m 2.6 m 1.1 m 3.0 m 1.7 kN/m2 1.18 m 0.86 m 5.0 m 2.6 m 2.0 m 0.8 m 2.3 m

A Handrail post T 1.80mB Universal railing SK 2.00mC Multi-purpose waling WS10 Top50 2.25mD Corner connecting plate SKE Connecting pin 10cm + Spring cotter 5mm

9805

4-23

0-01

A

E

9805

4-23

4-01

B

E 9805

4-23

3-01

B

E 9805

4-23

5-01

B

E

9805

4-23

6-01

C

E D

Edge protection system XP can also be used as an alternative to the railings illustrated above (see the section headed 'Assembly').

User Information Bridge formwork ParaTop Assembly

23999805402 - 06/2017

AssemblyPre-assembling the Top 50 platform

➤ Lay down Multi-purpose walings WS10, spaced apart by the exact centre-to-centre distance.

a ... centre-to-centre distance x = y ... diagonals

➤ Use squared timbers to adapt the Top 50 platform to the steel girder.

➤ Mount Doka beams H20 and squared timbers to the Multi-purpose walings WS10.

➤ Fasten formwork sheets to the Doka beams with uni-versal countersunk screws 6x60.

➤ Pin the Universal railings into the Multi-purpose wal-ings WS10 with Connecting pins 10cm and secure these with Spring cotters 5mm.

A Multi-purpose waling WS10 Top50B Doka beam H20C Squared timbers

C Squared timbers

B Doka beam H20C Squared timbersD Flange clamp H20E Flange claw

98054-223-01

y x

a

A

B

C

980 -2 -054 15 1

C

V

98054-223-02

BC

DE

Do a sight-check to make sure that the form-work sheets have been fixed properly!

The sheet-covered area must be slightly shorter than the overall width of the platform.The gap between two Top 50 platforms can later be closed with a fitting-board.

b ... approx. 100 mm

F Universal railing SK 2.00mG Connecting pin 10cm + Spring cotter 5mm

98054-222-01

98054-241-01

b

98054-233-02

F

G G

24 999805402 - 06/2017

Assembly User Information Bridge formwork ParaTop

➤ Fasten guard-rail boards to the Universal railings SK 2.00m.

➤ Place the Top 50 platform on a temporary support.➤ Bolt a 'Formwork element connector' to the vertical

Multi-purpose waling WS10 with Connecting pins 10cm, and secure these with Spring cotters 5mm.

➤ Pin the spindle strut to the Multi-purpose walings WS10 with Connecting pins 10cm, and secure these with Spring cotters 5mm.

➤ Adjust the spindle strut to the length shown in the shop drawing / assembly plan.

➤ Mount Doka beams H20 to the vertical Multi-purpose walings WS10.

➤ Brace the vertical Multi-purpose walings in the hori-zontal and the diagonal.

Distance between swivel coupler and screw-on cou-pler: max. 160 mm.

➤ Screw the tie rod all the way into the eye-lug anchor.➤ Bolt the eye-lug anchor to the Multi-purpose waling

with a Connecting pin 10cm and secure this with a Spring cotter 5mm (position as shown in shop draw-ing / assembly plan).

H Multi-purpose waling WS10 Top50I Formwork element connector FF20/50 Z / Splice plate SKE50

plusJ Spindle strut T7K Doka beam H20

98054-221-01

98054-220-01

H

I

JK

L Scaffold tube 48.3mm (horizontal)M Screw-on coupler 48mm 50N Scaffold tube 48.3mm (diagonal)O Swivel coupler 48mm

P Eye-lug anchor 15.0 without tie rodQ Tie rod 15.0mm

The tie rod must be resting against the Con-necting pin.

98054-231-01

L

M

N

O

98054-219-02

PQ

98054-240-01

P

Q


25999805402 - 06/2017

➤ Cut a plastic tube to length at the angle shown in the shop drawing / assembly plan.The ParaTop insert-cone is drilled open down to a depth of 45 mm so that the plastic tube can be inserted. The plastic tube must push up against the bottom of this drilled opening, so that its other end is pressed down tightly against the form-facing during assem-bly.

➤ Push the plastic tube onto the tie rod.

a, b... project-dependent c ... 45 mm

➤ Push the ParaTop insert-channel onto the tie rod.➤ Push the ParaTop insert-cone onto the tie rod.➤ Screw two Hexagon nuts 15.0 onto the tie rod.

c ... approx. 120 mm

R Plastic tube 22mmT ParaTop insert-cone 0.35m

S ParaTop insert-channel U65 (expendable part)T ParaTop insert-cone 0.35mU Hexagon nut 15.0

98054-215-02

T

R

b

c a

980 -254 24-02

c

S

T

U

26 999805402 - 06/2017


Pre-assembling platform with Formwork elements FF20

➤ Lay down Multi-purpose walings WS10, spaced apart by the exact centre-to-centre distance.

a ... centre-to-centre distance

➤ Secure the Formwork element FF20 to the Multi-pur-pose walings WS10.

Clamping connection

Note:From this point on, the procedure for pre-assembling the platform is the same as that for the Top 50 platform.

A Multi-purpose waling WS10 Top50B Formwork element FF20 2.00x2.75m (without form-facing)

C PlankD Framax universal fixing bolt 10-16cmE Super plate 15.0

980 -2 -054 69 1

a

A

B

980 -2 -054 60 1

D

E

C980 -2 -054 67 1


27999805402 - 06/2017

Edge protection system XP

Insertion adapter XP

The Insertion adapter XP is used in combination with the Handrail post XP, for erecting safety barriers on multi-purpose walings. ▪ Suitable for railing-heights of 1.20 m and 1.80 m.

Assembly:➤ Attach the Insertion adapter XP to the multi-purpose

waling with 2 Connecting pins 10cm and secure each of these with a Spring cotter 5mm.

➤ Working from below, push the Toeboard holder XP 1.20m onto the Handrail post XP 1.80m (not needed when using the Protective grating XP).

➤ Push the Handrail post XP into the post-holding fix-ture on the Insertion adapter XP until the locking mechanism engages.

➤ Fit on a Protective grating XP or guard-rail boards, and fix them in place.

Structural design

1) Toeboard 5 x 43 cm required

Follow the directions in the 'Edge protection system XP' User Information booklet!

A Multi-purpose waling WS10 Top50B Insertion adapter XPC Handrail post XPD Protective grating XP 2.70x1.20mE Protective grating XP 2.70x0.60m

B Insertion adapter XPF Connecting pin 10cm + Spring cotter 5mm

The locking mechanism must engage.

980 -2 -054 70 1

A

B

C

D

E

B

F98054-270-02 F

A Protective grating XP 2.50x1.20mB Protective grating XP 2.50x0.60mC Protective grating XP 2.00x1.20mD Protective grating XP 2.00x0.60m

Dynamic pressure q

[kN/m2]

Permissible influence width 'e' [m]

Pro

tect

ive

grat

ings

XP

2.7

0x1.

20m

an

d 2.

70x0

.60m

Guard-rail boards

Sca

ffold

tube

s 48

.3m

m 1)

2.4

x 15

cm

3 x

15

cm

4 x

15

cm0.2

2.5

1.9 2.7 3.6 5.00.6 1.9 2.7 2.8 5.01.1 1.5 1.5 1.5 2.81.3 1.2 1.2 1.2 2.4

980 -2 -054 59 1

A

B

C

D

980 -2 -054 59 2

28 999805402 - 06/2017


Starting up

The modular design of the Bridge formwork ParaTop system means that many different combinations are possible.Depending on the project, the actual design may thus differ very greatly from the basic type described here.➤ In these cases, you should discuss the assembly

procedure with your Doka technician.➤ Follow the shop drawing / assembly plan.

Fixing the Top 50 platform to the insert-shoes

General instructions on repositioning

Mounting to the structure:

➤ Attach the Top 50 platform to the crane with 4 lifting slings

➤ Secure the lifting slings so that they cannot slip off.

➤ Fly the Top 50 platform to the ParaTop insert-shoes.

☞ Important note: ▪ A hard, flat, firm surface is needed! ▪ Prepare a sufficiently large assembly area. ▪ Tightening torque of the couplers for the

bracing tubes: 50 Nm ▪ During all assembly and dismantling work on

the Bridge formwork ParaTop that is carried out on the structure itself, the operators must use fall-arrest equipment (e.g. the Doka per-sonal fall-arrest set).

☞ Important note: ▪ Before lifting: Remove any loose items

from the formwork and platforms, or secure them firmly.

▪ 'Passenger transportation' is forbidden! ▪ Use lifting slings with sufficient carrying

capacity. ▪ It is only possible to attach the lifting slings if

the Doka beams project sufficiently far beyond the sheet-covered area.

A Anti-slipoff protection for lifting-slings

98054-242-01

A A

980 -2 -054 47 1


29999805402 - 06/2017

➤ Raise the insert-channel and fit it in place in the insert-shoe.

➤ Tighten the hexagon nut to pull the Top 50 platform towards the bridge superstructure.Width-across 30 mm

➤ Lock the hexagon nut 15.0 with a second hexagon nut 15.0.

➤ Fit a protective cap to the tie rod.

➤ Secure the 2nd anchor of the formwork unit in the same way.

➤ Detach the lifting slings from the Top 50 platform.➤ When aligning and adjusting, fix the tie rod with a tie-

rod wrench to prevent it turning.➤ Insert fitting-boards between the Top 50 platforms

and fix these with nails if necessary.➤ If necessary, place ballast weights on the Top 50

platforms to prevent them tipping over.➤ Mount the stop-end formwork.➤ Spray the formwork sheets and insert-cones with

concrete release agent.➤ Place the reinforcement.

Pouring

➤ Remove the ballast from the formwork construction, if this is necessary for statical reasons.

➤ Pour from the inside towards the outside.

2nd casting section for cantilevered parapets

The following measures are necessary if the bracket is not calculated for the entire cross-section and there are 2 pouring operations: ▪ relieve the load on the bracket before the 2nd pour-

ing operation or ▪ install a bridge edge beam anchor to take the loads

from the 2nd casting section

☞ ➤ Do not bend tie rods.The insert-channel must snap into the insert-shoe without having to be forced.

B ParaTop insert-channel U65C ParaTop insert-shoe steel

D Hexagon nut 15.0E Protective cap 15.0/20.0

980 -2 -054 28 1

B

C

1

2

980 -2 -054 13 2

D

E

As soon as the concrete is strong enough to be walked on: Turn the anchoring cones clockwise by approx. 90°, to make it easier to remove them when the formwork is stripped.

A Cross-section for the 2nd pouring operationB Bridge edge beam anchor 15.0C Fibre-concrete tube 22mmD Universal cone 22mm

980 -2 -054 18 4

980 -2 -054 61 1

A

BDC

30 999805402 - 06/2017

Dismantling User Information Bridge formwork ParaTop

Dismantling

Dismounting with transport fork

The Top 50 platform is dismounted using a transport fork.

Note:Use the Transport form DM 1.5 t adjustable if the load-bearing capacity of the fork DF 1t is not enough.

➤ Widen the fork to safeguard the Top 50 platform against tipping over.

How far the fork needs to be widened will depend on the inter-bracket spacings, so is different for each project.

➤ Support the Top 50 platform with the transport fork.

➤ Slacken the hexagon nuts at the suspension point and unscrew them from the tie rod.The Top 50 platform is now resting on the transport fork.

➤ Remove the tie rod with the tie-rod wrench.➤ Lift the formwork construction away on the transport

fork, and set it down on the temporary support.

➤ Detach the insert-cone from the concrete.➤ The rest of the dismantling sequence is done at

ground level, in reverse order.

A Lifting extension bracket DF 1tB Transport fork DF 1t 0.90m

Follow the directions in the 'Lifting extension bracket DF and Transport fork DF' Operating Instructions!

C Squared timberD Doka beam H20E Brace stirrup 8 + Safety plate for brace stirrup 8

9210-200-01

A

B

980 -2 -054 50 2

DE C

Follow the directions in the project-specific Operating Instructions for widened transport forks!

☞ Important note:➤ When loosening the nuts, fix the tie rod with

a tie-rod wrench.

98054-250-01

98054-220-01

User Information Bridge formwork ParaTop Dismantling

31999805402 - 06/2017

Dismounting with load balancer

A load balancer can be used if it is not possible to dis-mount the Top 50 platform with a transport fork.

➤ Pin the load balancer to the Top 50 platform.

➤ Slacken the hexagon nuts at the suspension point and unscrew them from the tie rod.

➤ Carefully lower the formwork structure, guiding the tie rods out of the suspension points.

➤ Lift the formwork construction clear with the load bal-ancer and set it down on the temporary support.

➤ Detach the insert-cone (if present) from the concrete.

☞ Important note:A separate statics check is necessary for the load balancer and the bracket.

Follow the directions in the project-specific Operating Instructions for the load balancer!

☞ Important note:➤ When loosening the nuts, fix the tie rod with

a tie-rod wrench.

980 -2 -054 62 1

980 -2 -054 62 2

32 999805402 - 06/2017

General remarks User Information Bridge formwork ParaTop

General remarksDesign variants

Used on steel girders Used on pre-cast concrete members

A ParaTop insert-channel U65 (expendable part)B ParaTop insert-cone 0.35mC ParaTop insert-shoe steel (expendable part)

A ParaTop insert-channel U65 (expendable part)B ParaTop insert-cone 0.35mC ParaTop insert-shoe steel (expendable part)D Pre-cast member (retrofitted)

980 -2 -054 27 1

AB C

980 -2 -054 27 4

AB C

D

A ParaTop insert-channel U65 (expendable part)B ParaTop insert-cone 0.35mE ParaTop insert-shoe concrete (expendable part)

A ParaTop insert-channel U65 (expendable part)B ParaTop insert-cone 0.35mE ParaTop insert-shoe concrete (expendable part)

980 -2 -054 27 5

AB E

980 -2 -054 27 3

AB E

User Information Bridge formwork ParaTop General remarks

33999805402 - 06/2017

End shuttering with Framax

Vertical pressure point, low structures

Vertical anchorage

Note:Tubes inserted in the axis of the girderframe unit ena-ble the formwork to be lowered in the dismounting pro-cess.

A Framax floor fixing plateB Framax Xlife panelC Framax tie-holder bracket

A Height adjuster WS10-WU16

980 -2 -054 63 1

A

B

C

980 -2 -054 63 2A

A Custom ParaTop insert-shoe steel (expendable part)B Eye-lug anchor 15.0 without tie rodC Tie rod 15.0mmD Plastic tube 22mm (expendable part)E ParaTop insert-channel U65 (expendable part)F ParaTop insert-tube 40x5 (custom component, expendable part)G Sealing sleeve SCP 20.0H Washer ISO 7094 - 16 - 100 HV galvanisedI Hexagon nut 15.0J Tube (site-provided, e.g. ribbed sheathing, DN102)K Round sling

980 -2 -054 57 1

A

B

C

D

E

F

G

HI

J

K

34 999805402 - 06/2017


Used between 2 downstand beams

A ParaTop special shoe (expendable part)B ParaTop insert-channel U65 (expendable part)C ParaTop insert-cone 0.35m

A ParaTop insert-channel U65 (expendable part)B ParaTop insert-cone 0.35mC ParaTop special shoe (expendable part)D Eye-lug tie rod anchor NG

980 -2 -054 65 1

AC

B

980 -2 -054 52 2

A

B

C

D


35999805402 - 06/2017

Used for steel girder with low height

980 -2 -054 64 1

36 999805402 - 06/2017


Movable inside formwork

The movable inside formwork is based on the drawer principle of the Composite forming carriage.

Situation during pouring

Situation for moving underneath the finished roadway slab

Situation for moving outside the finished roadway slab

Follow the directions in the 'Composite forming carriage' User Information booklet!

A Roller supports for inside formworkB Roller girder IPE160 5.00m

980 -2 -054 66 1

980 -2 -54 66 02

A

B

980 -2 -54 66 03


37999805402 - 06/2017

Fall-arrest systems on the structure

Handrail post XP 1.20m

▪ Attached with Screw-on shoe XP, railing clamp, Handrail-post shoe or Step bracket XP

▪ Protective grating XP, guard-rail boards or scaffold tubes can be used as the safety barrier

a ... > 1.00 m

Handrail clamp S

▪ Attached with integral clamp ▪ Guard-rail boards or scaffold tubes can be used as

the safety barrier

a ... > 1.00 m

Handrail clamp T

▪ Fixed in embedded anchoring components or reinforcement hoops

▪ Guard-rail boards or scaffold tubes can be used as the safety barrier

a ... > 1.00 m

Handrail post 1.10m

▪ Fixed in a Screw sleeve 20.0 or Attachable sleeve 24mm

▪ Guard-rail boards or scaffold tubes can be used as the safety barrier

a ... > 1.00 m

Follow the directions in the 'Edge protection system XP' User Information booklet!

Follow the directions in the 'Handrail clamp S' User information!

9803

1-20

0-01

aa

9756

-206

-01

Follow the directions in the 'Handrail clamp T' User Information!

Follow the directions in the 'Handrail post 1.10m' User Information!

a

9755

-205

-01

a

9771

-200

-01

38 999805402 - 06/2017


Transporting, stacking and storing

Doka skeleton transport box 1.70x0.80m

Storage and transport devices for small items: ▪ durable ▪ stackableSuitable transport appliances: ▪ crane ▪ pallet stacking truck ▪ forklift truckTo make the Doka skeleton transport box easier to load and unload, one of its sidewalls can be opened.

Using Doka skeleton transport boxes 1.70x0.80m as storage units

Max. n° of boxes on top of one another

Using Doka skeleton transport boxes 1.70x0.80m as transport devices

Lifting by crane

Repositioning by forklift truck or pallet stacking truck

The forks can be inserted under either the broadside or the narrowside of the containers.

Utilise the benefits of Doka multi-trip packaging on your site.Multi-trip packaging such as containers, stacking pal-lets and skeleton transport boxes keep everything in place on the site, minimise time wasted searching for parts, and streamline the storage and transport of sys-tem components, small items and accessories.

Max. load: 700 kgPermitted imposed load: 3150 kg

☞ ▪ Multi-trip packaging items that each contain very different loads must be stacked with the heaviest ones at the bottom and the lightest ones at the top!

▪ Rating plate must be in place and clearly leg-ible

Outdoors (on the site) IndoorsFloor gradient up to 3% Floor gradient up to 1%

2 5It is not allowed to stack empty pallets on top of one another!

➤ Only lift the boxes when their sidewalls are closed!

☞ ▪ Multi-trip packaging items may only be lifted one at a time.

▪ Use a suitable lifting chain (e.g. Doka 4-part chain 3.20m). Do not exceed the permitted load-bearing capacity.

▪ Spread-angle max. 30°!

9234-203-01


39999805402 - 06/2017

Doka multi-trip transport box 1.20x0.80m galv.

Storage and transport devices for small items: ▪ durable ▪ stackableSuitable transport appliances: ▪ crane ▪ pallet stacking truck ▪ forklift truck

Multi-trip transport box partition

Different items in the Multi-trip transport box can be kept separate with the Multi-trip transport box partitions 1.20m or 0.80m.

Possible ways of dividing the box

Using Doka multi-trip transport boxes as storage units


Using Doka multi-trip transport boxes as transport devices

Lifting by crane



Max. load: 1500 kgPermitted imposed load: 7900 kg


▪ Rating plate must be in place and clearly leg-ible

A Slide-bolt for fixing the partition

Tr75

5-20

0-02

A

Multi-trip transport box partition Lengthways Crossways

1.20m max. 3 partitions -0.80m - max. 3 partitions






Tr755-200-04 Tr755-200-05

9206-202-01

40 999805402 - 06/2017


Doka stacking pallet 1.55x0.85m and 1.20x0.80m

Storage and transport devices for long items: ▪ durable ▪ stackableSuitable transport appliances: ▪ crane ▪ pallet stacking truck ▪ forklift truckThe Bolt-on caster set B turns the stacking pallet into a fast and manoeuvrable transport trolley.

Using Doka stacking pallets as storage units

Max. n° of units on top of one another

Using Doka stacking pallets as transport devices

Lifting by crane


Follow the directions in the 'Bolt-on castor set B' Operating Instructions!

Max. load: 1100 kg (2420 lbs)Permitted imposed load: 5900 kg (12980 lbs)


▪ The rating plate must be in place and clearly legible.



☞ ▪ How to use with bolt-on castor set: Always apply the fixing brake when the con-tainer is 'parked'.When Doka stacking pallets are stacked, the bottom pallet must NOT be one with a bolt-on caster set mounted to it.



▪ Load the items centrically. ▪ Fasten the load to the stacking pallet so that

it cannot slide or tip out. ▪ When lifting stacking pallets to which Bolt-on

castor sets B have been attached, you must also follow the directions in these Operating Instructions!


aDoka stacking pallet 1.55x0.85m max. 4.0 mDoka stacking pallet 1.20x0.80m max. 3.0 m

☞ ▪ Load the items centrically. ▪ Fasten the load to the stacking pallet so that

it cannot slide or tip out.

92815-2 -0124

a

= =


41999805402 - 06/2017

Doka accessory box

Storage and transport devices for small items: ▪ durable ▪ stackableSuitable transport appliances: ▪ crane ▪ pallet stacking truck ▪ forklift truckAll connectors and anchoring components can be stored neatly in this box and the boxes can be stacked.The Bolt-on caster set B turns the stacking pallet into a fast and manoeuvrable transport trolley.

Doka accessory boxes as storage units


Doka accessory box as transport devices

Lifting by crane



Bolt-on castor set B

The Bolt-on caster set B turns the stacking pallet into a fast and manoeuvrable transport trolley.Suitable for drive-through access openings > 90 cm.

The Bolt-on caster set B can be mounted to the follow-ing multi-trip packaging items: ▪ Doka accessory box ▪ Doka stacking pallets

Follow the directions in the 'Bolt-on castor set B' Operating Instructions!

Max. load: 1000 kg (2200 lbs)Permitted imposed load: 5530 kg (12191 lbs)


▪ The rating plate must be in place and clearly legible.



☞ ▪ How to use with bolt-on castor set: Always apply the fixing brake when the con-tainer is 'parked'.When Doka accessory boxes are stacked, the bottom box must NOT be one with a bolt-on castor set mounted to it.



▪ When lifting stacking pallets to which Bolt-on castor sets B have been attached, you must also follow the directions in these Operating Instructions!


Follow the directions in the Operating Instruc-tions!

92816-206-01

Article n°[kg] Article n°[kg]

42 999805402 - 06/2017

Component overview User Information Bridge formwork ParaTop

Component overview[kg]Article n°

ParaTop insert-shoe concrete 3.1 584444000ParaTop-Einbauschuh Beton

ParaTop insert-shoe steel 3.1 584443000ParaTop-Einbauschuh Stahl

ParaTop insert-channel U65 0.89 584442000ParaTop-Einbauprofil U65

ParaTop insert-cone 0.35m 2.9 584441000ParaTop-Einbaukonus 0,35m

ParaTop insert-cone 0.65m 6.2 584447000ParaTop-Einbaukonus 0,65m

Eye-lug anchor 15.0 without tie rod 1.2 580649000Ösenanker 15,0 ohne Ankerstab

Tie rod 15.0mm galvanised 0.50m 0.72 581821000Tie rod 15.0mm galvanised 0.75m 1.1 581822000Tie rod 15.0mm galvanised 1.00m 1.4 581823000Tie rod 15.0mm galvanised 1.25m 1.8 581826000Tie rod 15.0mm galvanised 1.50m 2.2 581827000Tie rod 15.0mm galvanised 1.75m 2.5 581828000Tie rod 15.0mm galvanised 2.00m 2.9 581829000Tie rod 15.0mm galvanised 2.50m 3.6 581852000Tie rod 15.0mm galvanised .....m 1.4 581824000Tie rod 15.0mm non-treated 0.50m 0.73 581870000Tie rod 15.0mm non-treated 0.75m 1.1 581871000Tie rod 15.0mm non-treated 1.00m 1.4 581874000Tie rod 15.0mm non-treated 1.25m 1.8 581886000Tie rod 15.0mm non-treated 1.50m 2.1 581876000Tie rod 15.0mm non-treated 1.75m 2.5 581887000Tie rod 15.0mm non-treated 2.00m 2.9 581875000Tie rod 15.0mm non-treated 2.50m 3.6 581877000Tie rod 15.0mm non-treated 3.00m 4.3 581878000Tie rod 15.0mm non-treated 3.50m 5.0 581888000Tie rod 15.0mm non-treated 4.00m 5.7 581879000Tie rod 15.0mm non-treated 5.00m 7.2 581880000Tie rod 15.0mm non-treated 6.00m 8.6 581881000Tie rod 15.0mm non-treated 7.50m 10.7 581882000Tie rod 15.0mm non-treated .....m 1.4 581873000Ankerstab 15,0mm

Hexagon nut 15.0 0.23 581964000Sechskantmutter 15,0

Sealing sleeve SCP 20.0 0.07 581650000Dichtungshülse SCP 20,0

Multi-purpose waling WS10 Top50 0.50m 10.2 580001000Multi-purpose waling WS10 Top50 0.75m 14.9 580002000Multi-purpose waling WS10 Top50 1.00m 19.6 580003000Multi-purpose waling WS10 Top50 1.25m 24.7 580004000Multi-purpose waling WS10 Top50 1.50m 29.7 580005000Multi-purpose waling WS10 Top50 1.75m 35.0 580006000Multi-purpose waling WS10 Top50 2.00m 38.9 580007000Multi-purpose waling WS10 Top50 2.25m 44.2 580008000Multi-purpose waling WS10 Top50 2.50m 48.7 580009000Multi-purpose waling WS10 Top50 2.75m 54.2 580010000Multi-purpose waling WS10 Top50 3.00m 58.9 580011000Multi-purpose waling WS10 Top50 3.50m 68.4 580012000Multi-purpose waling WS10 Top50 4.00m 79.4 580013000Multi-purpose waling WS10 Top50 4.50m 89.1 580014000Multi-purpose waling WS10 Top50 5.00m 102.0 580015000Multi-purpose waling WS10 Top50 5.50m 112.4 580016000Multi-purpose waling WS10 Top50 6.00m 118.0 580017000Mehrzweckriegel WS10 Top50

Multi-purpose waling WU12 Top50 1.00m 25.3 580018000Multi-purpose waling WU12 Top50 1.25m 32.0 580019000Multi-purpose waling WU12 Top50 1.50m 37.5 580020000Multi-purpose waling WU12 Top50 1.75m 44.2 580021000Multi-purpose waling WU12 Top50 2.00m 50.0 580022000Multi-purpose waling WU12 Top50 2.50m 63.1 580023000Multi-purpose waling WU12 Top50 3.00m 75.7 580024000Multi-purpose waling WU12 Top50 3.50m 90.7 580025000Multi-purpose waling WU12 Top50 4.00m 103.4 580026000Mehrzweckriegel WU12 Top50

Non-treated

Non-treated

Non-treated

Chrome-platedLength: 36 cm

Chrome-platedLength: 66 cm

GalvanisedLength: 11 cm

GalvanisedLength: 5 cmWidth-across: 30 mm

BlueLength: 19.5 cmDiameter: 9 cm

Painted blue

Painted blue


43999805402 - 06/2017

User Information Bridge formwork ParaTop Component overview

Formwork element connector FF20/50 Z 6.0 587533000Elementverbinder FF20/50 Z

Splice plate SKE50 plus 10.7 581523000Verbindungslasche SKE50 plus

Spindle strut T7 75/110cm 13.2 584308000Spindle strut T7 100/150cm 16.8 584309000Spindle strut T7 150/200cm 21.6 584324000Spindle strut T7 200/250cm 26.2 584325000Spindle strut T7 250/300cm 29.4 584326000Spindle strut T7 305/355cm 35.0 584327000Spindelstrebe T7

Connecting pin 10cm 0.34 580201000Verbindungsbolzen 10cm

Spring cotter 5mm 0.03 580204000Federvorstecker 5mm

Doka beam H20 eco P 1.80m 9.4 189940000Doka beam H20 eco P 2.45m 12.7 189936000Doka beam H20 eco P 2.65m 13.8 189937000Doka beam H20 eco P 2.90m 15.1 189930000Doka beam H20 eco P 3.30m 17.2 189941000Doka beam H20 eco P 3.60m 18.7 189942000Doka beam H20 eco P 3.90m 20.3 189931000Doka beam H20 eco P 4.50m 23.4 189943000Doka beam H20 eco P 4.90m 25.5 189932000Doka beam H20 eco P 5.90m 30.7 189955000Doka beam H20 eco P 9.00m 46.8 189956000Doka beam H20 eco P .....m 5.2 189999000Doka beam H20 eco P .....m BS 5.2 189957000Doka-Träger H20 eco P

Doka beam H20 eco P 1.25m 6.5 189939000Doka beam H20 eco P 12.00m 62.4 189993000Doka-Träger H20 eco P

Doka beam H20 eco N 1.80m 9.0 189283000Doka beam H20 eco N 2.45m 12.3 189271000Doka beam H20 eco N 2.65m 13.3 189272000Doka beam H20 eco N 2.90m 14.5 189273000Doka beam H20 eco N 3.30m 16.5 189284000Doka beam H20 eco N 3.60m 18.0 189285000Doka beam H20 eco N 3.90m 19.5 189276000Doka beam H20 eco N 4.50m 22.5 189286000Doka beam H20 eco N 4.90m 24.5 189277000Doka beam H20 eco N 5.90m 29.5 189287000Doka beam H20 eco N .....m 5.0 189299000Doka beam H20 eco N .....m BS 5.0 189289000Doka-Träger H20 eco N

Doka beam H20 eco N 1.25m 6.3 189282000Doka beam H20 eco N 12.00m 60.3 189288000Doka-Träger H20 eco N

Doka beam H20 top P 1.80m 9.9 189701000Doka beam H20 top P 2.45m 13.2 189702000Doka beam H20 top P 2.65m 14.3 189703000Doka beam H20 top P 2.90m 15.6 189704000Doka beam H20 top P 3.30m 17.7 189705000Doka beam H20 top P 3.60m 19.2 189706000Doka beam H20 top P 3.90m 20.8 189707000Doka beam H20 top P 4.50m 23.9 189708000Doka beam H20 top P 4.90m 26.0 189709000Doka beam H20 top P 5.90m 31.2 189710000Doka beam H20 top P .....m 10.6 189700000Doka beam H20 top P .....m BS 5.4 189711000Doka-Träger H20 top P

Painted blueLength: 55 cm

Painted blueLength: 60 cmWidth: 10 cm

Galvanised



Varnished yellow

Varnished yellow

Varnished yellow

Varnished yellow

Varnished yellow


44 999805402 - 06/2017


Doka beam H20 top N 1.80m 9.5 189011000Doka beam H20 top N 2.45m 12.8 189012000Doka beam H20 top N 2.65m 13.8 189013000Doka beam H20 top N 2.90m 15.0 189014000Doka beam H20 top N 3.30m 17.0 189015000Doka beam H20 top N 3.60m 18.5 189016000Doka beam H20 top N 3.90m 20.0 189017000Doka beam H20 top N 4.50m 23.0 189018000Doka beam H20 top N 4.90m 25.0 189019000Doka beam H20 top N 5.90m 30.0 189020000Doka beam H20 top N .....m 5.2 189010000Doka beam H20 top N .....m BS 5.2 189021000Doka-Träger H20 top N

Doka beam H16 P 1.80m 6.7 189969000Doka beam H16 P 2.45m 9.1 189961000Doka beam H16 P 2.90m 10.7 189962000Doka beam H16 P 3.30m 12.2 189963000Doka beam H16 P 3.90m 14.4 189966000Doka beam H16 P 4.90m 18.1 189967000Doka beam H16 P 9.00m 33.3 189970000Doka beam H16 P .....m 4.3 189960000Doka-Träger H16 P

Doka beam H16 N 1.80m 6.3 189851000Doka beam H16 N 2.45m 8.6 189802000Doka beam H16 N 2.90m 10.2 189803000Doka beam H16 N 3.30m 11.6 189807000Doka beam H16 N 3.90m 13.7 189805000Doka beam H16 N 4.90m 17.2 189813000Doka beam H16 N 9.00m 31.5 189852000Doka beam H16 N .....m 3.5 189850000Doka-Träger H16 N

Beam screw H 8/70 0.06 580117000Riegelverschraubung H 8/70

Doka formwork sheet 3-SO 21mm 100/50cm 5.2 186007000Doka formwork sheet 3-SO 21mm 150/50cm 7.3 186008000Doka formwork sheet 3-SO 21mm 200/50cm 9.7 186009000Doka formwork sheet 3-SO 21mm 250/50cm 12.1 186011000Doka formwork sheet 3-SO 21mm 300/50cm 14.6 186012000Doka formwork sheet 3-SO 21mm 350/50cm 18.0 186028000Doka formwork sheet 3-SO 21mm 400/50cm 20.6 186013000Doka formwork sheet 3-SO 21mm 450/50cm 23.2 186029000Doka formwork sheet 3-SO 21mm 500/50cm 24.3 186014000Doka formwork sheet 3-SO 21mm 550/50cm 28.3 186023000Doka formwork sheet 3-SO 21mm 600/50cm 30.9 186027000Doka formwork sheet 3-SO 21mm 100/100cm 10.3 186015000Doka formwork sheet 3-SO 21mm 150/100cm 15.5 186016000Doka formwork sheet 3-SO 21mm 200/100cm 19.4 186017000Doka formwork sheet 3-SO 21mm 250/100cm 24.3 186018000Doka formwork sheet 3-SO 21mm 300/100cm 30.9 186019000Doka formwork sheet 3-SO 21mm 350/100cm 36.1 186030000Doka formwork sheet 3-SO 21mm 400/100cm 41.2 186020000Doka formwork sheet 3-SO 21mm 450/100cm 46.4 186031000Doka formwork sheet 3-SO 21mm 500/100cm 48.5 186021000Doka formwork sheet 3-SO 21mm 550/100cm 56.7 186022000Doka formwork sheet 3-SO 21mm 600/100cm 61.8 186024000Doka formwork sheet 3-SO 21mm 250/125cm 32.2 186097000Doka formwork sheet 3-SO 21mm 300/150cm 46.4 186098000Doka formwork sheet 3-SO 21mm 600/150cm 92.7 186099000Doka formwork sheet 3-SO 21mm 150/50cm BS 7.7 186008100Doka formwork sheet 3-SO 21mm 200/50cm BS 10.3 186009100Doka formwork sheet 3-SO 21mm 250/50cm BS 12.9 186011100Doka formwork sheet 3-SO 21mm 300/50cm BS 15.5 186012100Doka-Schalungsplatte 3-SO 21mm

Doka formwork sheet 3-SO 27mm 100/50cm 6.5 187007000Doka formwork sheet 3-SO 27mm 150/50cm 9.8 187008000Doka formwork sheet 3-SO 27mm 200/50cm 12.1 187009000Doka formwork sheet 3-SO 27mm 250/50cm 16.3 187011000Doka formwork sheet 3-SO 27mm 300/50cm 19.5 187012000Doka formwork sheet 3-SO 27mm 350/50cm 22.8 187028000Doka formwork sheet 3-SO 27mm 400/50cm 26.0 187013000Doka formwork sheet 3-SO 27mm 450/50cm 29.3 187029000Doka formwork sheet 3-SO 27mm 500/50cm 32.5 187014000Doka formwork sheet 3-SO 27mm 550/50cm 35.8 187023000Doka formwork sheet 3-SO 27mm 600/50cm 39.0 187027000Doka formwork sheet 3-SO 27mm 100/100cm 13.0 187015000Doka formwork sheet 3-SO 27mm 150/100cm 19.5 187016000Doka formwork sheet 3-SO 27mm 200/100cm 26.0 187017000Doka formwork sheet 3-SO 27mm 250/100cm 32.5 187018000Doka formwork sheet 3-SO 27mm 300/100cm 39.0 187019000Doka formwork sheet 3-SO 27mm 350/100cm 45.5 187030000Doka formwork sheet 3-SO 27mm 400/100cm 52.0 187020000Doka formwork sheet 3-SO 27mm 450/100cm 58.5 187031000Doka formwork sheet 3-SO 27mm 500/100cm 65.0 187021000Doka formwork sheet 3-SO 27mm 550/100cm 71.5 187022000Doka formwork sheet 3-SO 27mm 600/100cm 78.0 187024000Doka formwork sheet 3-SO 27mm 250/125cm 40.6 187106000Doka formwork sheet 3-SO 27mm 300/150cm 58.5 187107000Doka formwork sheet 3-SO 27mm 600/150cm 117.0 187108000Doka formwork sheet 3-SO 27mm 150/50cm BS 9.8 187008100Doka formwork sheet 3-SO 27mm 200/50cm BS 13.0 187009100Doka formwork sheet 3-SO 27mm 250/50cm BS 16.3 187011100Doka formwork sheet 3-SO 27mm 300/50cm BS 19.5 187012100Doka-Schalungsplatte 3-SO 27mm

Scaffold tube 48.3mm 0.50m 1.7 682026000Scaffold tube 48.3mm 1.00m 3.6 682014000Scaffold tube 48.3mm 1.50m 5.4 682015000Scaffold tube 48.3mm 2.00m 7.2 682016000Scaffold tube 48.3mm 2.50m 9.0 682017000Scaffold tube 48.3mm 3.00m 10.8 682018000Scaffold tube 48.3mm 3.50m 12.6 682019000Scaffold tube 48.3mm 4.00m 14.4 682021000Scaffold tube 48.3mm 4.50m 16.2 682022000Scaffold tube 48.3mm 5.00m 18.0 682023000Scaffold tube 48.3mm 5.50m 19.8 682024000Scaffold tube 48.3mm 6.00m 21.6 682025000Scaffold tube 48.3mm .....m 3.6 682001000Gerüstrohr 48,3mm

Varnished yellow

Varnished yellow

Varnished yellow

GalvanisedLength: 8 cmWidth-across: 13 mm

Galvanised


45999805402 - 06/2017


Scaffold tube connection 0.27 584375000Gerüstrohranschluss

Screw-on coupler 48mm 50 0.84 682002000Anschraubkupplung 48mm 50

Insertion adapter XP 4.1 586478000Einschubadapter XP

Handrail post XP 1.80m 7.0 586482000Geländersteher XP 1,80m


Toeboard holder XP 1.20m 0.64 586461000Fußwehrhalter XP 1,20m


Toeboard holder XP 0.60m 0.77 586463000Fußwehrhalter XP 0,60m

Railing clamp XP 40cm 7.7 586456000Geländerzwinge XP 40cm

Railing clamp XP 85cm 9.3 586468000Geländerzwinge XP 85cm

Protective grating XP 2.70x1.20m 22.2 586450000Protective grating XP 2.50x1.20m 20.5 586451000Protective grating XP 2.00x1.20m 17.4 586452000Protective grating XP 1.20x1.20m 12.0 586453000Schutzgitter XP

Protective grating XP 2.70x0.60m 10.1 586466000Protective grating XP 2.50x0.60m 9.5 586472000Protective grating XP 2.00x0.60m 8.0 586473000Schutzgitter XP

GalvanisedHeight: 7 cm

GalvanisedWidth-across: 22 mmFollow the directions in the "Fitting in-structions"!









Galvanised

Galvanised


46 999805402 - 06/2017


Handrail post T 1.80m 17.7 584373000Einschubgeländer T 1,80m

Toeboard holder T 1.80m 0.53 584392000Fußwehrhalter T 1,80m

Universal railing SK 2.00m 22.8 581325000Universal-Geländer SK 2,00m

Handrail clamp S 11.5 580470000Schutzgeländerzwinge S

Handrail clamp T 12.3 584381000Schutzgeländerzwinge T

Handrail post 1.10m 5.5 584384000Schutzgeländer 1,10m

Attachable sleeve 24mm 0.03 584385000Steckhülse 24mm

Screw sleeve 20.0 0.03 584386000Schraubhülse 20,0

Reversible ratchet 1/2" 0.73 580580000Umschaltknarre 1/2"

Extension 11cm 1/2" 0.20 580581000Verlängerung 11cm 1/2"

Box nut 30 1/2" 0.20 580575000Stecknuss 30 1/2"

Doka personal fall-arrest set 3.6 583022000Doka-Auffanggurt

Galvanised

GalvanisedHeight: 13.5 cm

Galvanised

GalvanisedHeight: 123 - 171 cm

GalvanisedHeight: 122 - 155 cm


GreyLength: 16.5 cmDiameter: 2.7 cm

YellowLength: 20 cmDiameter: 3.1 cm


Follow the directions in the "Opera-ting Instructions"!


47999805402 - 06/2017


Multi-trip packaging

Doka skeleton transport box 1.70x0.80m 87.0 583012000Doka-Gitterbox 1,70x0,80m

Doka multi-trip transport box 1.20x0.80m 70.0 583011000Doka-Mehrwegcontainer 1,20x0,80m

Multi-trip transport box partition 0.80m 3.7 583018000Multi-trip transport box partition 1.20m 5.5 583017000Mehrwegcontainer Unterteilung

Doka stacking pallet 1.55x0.85m 41.0 586151000Doka-Stapelpalette 1,55x0,85m

Doka stacking pallet 1.20x0.80m 38.0 583016000Doka-Stapelpalette 1,20x0,80m

Doka accessory box 106.4 583010000Doka-Kleinteilebox

Bolt-on castor set B 33.6 586168000Anklemm-Radsatz B



Steel parts galvanisedTimber parts varnished yellow



Timber parts varnished yellowSteel parts galvanisedLength: 154 cmWidth: 83 cmHeight: 77 cm

Painted blue

999805402 - 06/2017Doka GmbH | Josef Umdasch Platz 1 | 3300 Amstetten | Austria | T +43 7472 605-0 | F +43 7472 66430 | [email protected] | www.doka.com

Near to you, worldwide

Doka is one of the world leaders in developing, manu-facturing and distributing formwork technology for use in all fields of the construction sector.With more than 160 sales and logistics facilities in over 70 countries, the Doka Group has a highly efficient dis-tribution network which ensures that equipment and

technical support are provided swiftly and profession-ally.An enterprise forming part of the Umdasch Group, the Doka Group employs a worldwide workforce of more than 6000.

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